502 north market

Scale

Project number

Date

Drawn by

Checked by

The Pryor Bacon Company4295 Cromwell Road, Suite 311Chattanooga, TN 37421Phone: (423) 855-5555

Pryor Bacon - Owner, Developer4295 Cromwell Road, Suite 311Chattanooga, Tn. 37421(423) [email protected]

Andy Oliveira - Project Manager4295 Cromwell Road, Suite 311Chattanooga, Tn. 37421(423) [email protected]

James Richardson - Draftsman4295 Cromwell Road, Suite 311Chattanooga, Tn. 37421(423) [email protected]

Nino Piccolo - Architect4295 Cromwell Road, Suite 311Chattanooga, Tn. 37421(423) [email protected]

Scott Hudson - Engineer310 Dodds AvenueChattanooga, Tn. 37404(423) [email protected]

A0.0

COVER SHEET

Project Number

Chattanooga, Tennessee

502 N. Market Street

8/15/2014

Author

Checker

SHEET LIST - ARCHITECTURALSheet

Number Sheet NameA0.0 COVER SHEETA1.0 SITE PLANA1.1 FIRST FLOOR PLANA1.2 ROOF PLANA2.1 EXTERIOR ELEVATIONSA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA4.1 WALL DETAILSA4.2 STOREFRONT DETAILS

PROJECT INFORMATION

NAME OF PROJECT: 502 NORTH MARKETADDRESS: 502 NORTH MARKET STREET, CHATTANOOGA, TN.PROPOSED USE: MERCANTILEOWNER/ CONTACT PERSON: PRYOR BACON, PRYOR BACON COMPANY (423-855-5555)CODE ENFORCEMENT JURISDICTION: 2012 INTERNATIONAL BUILDING CODE

2009 INTERNATIONAL ENERGY CONSERVATION CODE2011 NATIONAL ELECTRICAL CODE2012 INTERNATIONAL MECHANICAL CODE

DESIGNER OF RECORD

DESIGNER NAME TELEPHONEARCHITECTURAL NINO PICCOLO (423) 463-4179STRUCTURAL MARCH ADAMS (423) 698-6675ELECTRICAL MARCH ADAMS (423) 698-6675PLUMBING MARCH ADAMS (423) 698-6675MECHANICAL MARCH ADAMS (423) 698-6675SPRINKLER/ STANDPIPE N/AFIRE ALARM N/A

BUILDING DATA

OCCUPANCY GROUP M MERCANTILESUBCLASSIFICATION -CONSTRUCTION TYPE TYPE 2-B UNPROTECTEDSPRINKLERED NOFIRE DISTRICT NOBUILDING HEIGHT 18'-0" NUMBER OF STORIES: 1MEZZANINE NOHIGH RISE NO

GROSS BUILDING AREA

TOTAL GROSS AREA 6,497 SFMAXIMUM ALLOWABLE AREA 9,000 SFTOTAL TENANT AREA 6,497 SFMAXIMUM TENANT AREA6,497 SF

AREA INCREASE N/A

FIRE RESISTANCE RATINGS

REQUIRED HOURLY U.L. DESIGN #PARTY FIREWALLS N/A N/AEXTERIOR BEARING WALLS N/A N/A(N,W,S,W)EXTERIOR NON-BEARING WALLS(N,W,S,W) 0 N/AINTERIOR WALLS N/A N/A

TENANT SEPARATION N/A N/ABEARING N/A N/ANON-BEARING N/A N/AEXIT ACESS CORRIDORS N/A N/ACONTROL ACCESS SEP N/A N/A

CEILING-FLOOR ASSEMBLY N/A N/ABEAMS 0 N.ACOLUMNS 0 N.ACEILING-ROOF ASSEMBLY 0 N.A

LIFE SAFETY SYSTEM

EMERGENCY LIGHTING AND EXIT SIGNS YES (INCLUDED WITH TENANT DRAWINGS)FIRE ALARM AND SMOKE DETECTOR SYSTEMS NOPANIC HARDWARE YES

BUILDING CODE SUMMARY

EXIT REQUIREMENTS

DEAD END LIMIT- MAXIMUM CONDITION ALLOWED 20 FEETTRAVEL DISTANCE TO EXIT- MAXIMUM CONDITION ALLOWED 200 FEETTOTAL SEATS/ TOTAL OCCUPANCY MERCANTILE AREAS 8071 SF/ 30 SF PER PERSON= 269 PERSONSBASED ON 50% OCCUPANCY MERCANTILE AREAS 4036 SF/ 30 SF PER PERSON= 134 PERSONSTOTAL EXIT WIDTH REQUIREMENT .2 x 153 = 31"TOTAL EXiT WIDTH PROVIDED (2 x 36") + (2 x 72") = 216"

DESIGN LOADS

SEE STRUCTURAL

PARKING REQUIREMENTS

TOTAL PARKING REQUIRED -TOTAL PARKING PROVIDED 21HANDICAP SPACES REQUIRED 1HANDICAP SPACES PROVIDED 2

1. FIELD VERIFICATION OF ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF EXISTING CONDITIONSAFFECTING THIS PROJECT SHALL BE PERFORMED PRIOR TO BEGINNING OF WORK.

2. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH CODES, ORDINANCES AND REGULATIONSAPPLICABLE AT THE PROJECT LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR FILING ANDSECURING NECESSARY PERMITS, APPROVALS, ECT., FOR ALL TRADES.

3. THE COMTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS AND TECHNIQUES OFCONSTRUCTION, SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK AND FOR THE ACTS OFOMISSIONS OF THE SUB-CONTRACTORS.

4. COORDINATE THE LOCATION OF ALL BUILDING SYSTEMS AND VERIFY THAT REQUIRED CLEARANCESFOR INSTALLATION AND MAINTENANCE OF THE EQUIPMENT IS PROVIDED. THIS INCLUDES BUT ISNOT LIMITED TO THE FOLLOWING SYSTEMS: MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING ANDTELEPHONE.

5. FOR ALL CMU WALL OPENINGS REQUIRED FOR NEW DOORS OR WINDOWS, PROVIDE U-BLOCKLINTELS W/ 2# 4'S GROUTED SOLID.

6. ALL DIMENSION LINES ARE TO FACE OF CMU OR C/L OF COLUMNS.7. NO CHANGES TO THE DRAWINGS DURING CONSTRUCTION ARE PERMISSIBLE WITHOUT WRITTEN

CONSENT OF THE ARCHITECT.8. NO PRODUCTS CONTAINING ASBESTOS ARE TO BE USED ON THIS PROJECT.

GENERAL NOTES

502 North MarketChattanooga, Tennessee

** NOTE: CIVIL & LANDSCAPING DRAWINGS UNDERSEPERATE COVER

SITE LOCATION

N. M

arke

t St.

Gross Acerage: .32No Tree Buffer required at R-4

Zoning: C-7

Owner/Contact Info:The Pryor Bacon Company4295 Cromwell Road, Suite 311Chattanooga, Tn 37421ph- 423.855.5555Email - [email protected]

SHEET NO. SHEET NAME

S0.1 NOTES & SCHEDULES

SHEET LIST - STRUCT., ELECT., PLUMB.

S0.2 SPEC SHEET

S1.1 FOUNDATION PLAN

S2.1 SECTIONS

E0.0 ELECTRICAL PROJECT NOTES & SCHEDULES

E0.1 ELECTRICAL SPECIFICATIONS

E1.0 ELECTRICAL PLAN

E2.0 ELECTRICAL SERVICE RISER DIAGRAM

ES1.0 ELECTRICAL SITE PLAN

P1.0 NOTES

P1.1 SANITARY PLAN

SHEET NO. SHEET NAME

0 COVER PAGE

SHEET LIST - METAL BUILIDNG

1 ANCHOR BOLT LAYOUT

1.1 ANCHOR BOLT DETAILS

1.2 ANCHOR BOLT REACTIONS

2 ROOF FRAMING LAYOUT

2.1 RIGID FRAME CROSS SECTION

3 SIDEWALL FRAMING LAYOUT

4 ENDWALL FRAMING LAYOUT

5.1 FRAMING DETAILS

6.1 ROOF FRMAING LAYOUT

7 SIDEWALL PANELS & TRIM

8 ENDWALL PANELS & TRIM

11 PARTITION FRAMING, SHEETING & TRIM







5.2 FRAMING DETAILS

5.3 FRAMING DETAILS

6 ROOF PANELS & TRIM

11.1 PARTITION FRAMING, SHEETING & TRIM

S0.3 SPEC SHEET

S1.2 METAL STUD FRAMING PLAN

S2.2 SECTIONS

BUILDING SHELL AND SITE PERMIT ONLY

No. Description Date

Fence

670 672

668

670

672

67

676

674

688

686

684

682680

690

Inlet

Inlet

nlet RIM: 668.7'

15"RCP

12" RCP

18"RCP

SWMH

36" RCP

12" RC

Inlet

INV 664.35'

31'

25'

PP

GW

PP

PP

8" SEWERM/F# 100323

8" SEWER M/F# 100323

SMH

SMH

INV: 662.3'RIM: 667.8'

SMH

8" SEWER

INRS

CURB

C

SIDEWALK

SIDEWAL

15 LF 18" RCP @ 8%

x 669.00 x 675.50± 669.50±

PARKING ENTRANCE

PA

RK

ING

EN

TRA

NC

E

BUSHST

N.

ST

C

S

S S

S

S

C

S

N. M

AR

KE

T S

TR

EE

T

ONE-STORY BUILDING6,497 SF GROSS AREAFFE= 671.9

REINFORCED RETAINING WALLSEE SECTION #2 THIS SHEET

1" / 1'-0"

PARKING LEVELFFE= 678.0

POLE MOUNTEDEXTERIOR LIGHT, TYP.

2"

2"

C

D

A

1' -

0"

SO

IL C

OV

ER

2"

2"

"N" BARS

"O" BARS

#5 @ 12"O.C., TYP.

4" NOMINALBRICK

STONE CAPW/ DRIP EDGEEACH SIDE

GEOFARBIC @ SOILTO STONE INTERFACE,TYP.

WASHED #57 STONE@ 6:1 SLOPE

7" PERFORATED DRAIN@ BASE

GF

IJ

A

E

1' -

0"

1' - 0"

3"

3"

3"

3"

H

WEEP HOLES@ 5'-0" O.C.,TYP.

"M" BARS

2x4 NOTCH

"P" BARS

"Q" BARS

"P" BARS

"R" BARSJ

#5 @12' O.C.

B

3"3"

ASPHALT PAVINGBY OTHERS

3"

3"

DESIGN NOTES

1) f'c = 4000 PSI2) GR 60 REINFORCING3) ALLOWABLE SOIL BEARING= 3000PSI4) LAP "O" & "R" BARS 38" MIN. AT 12" TO 15"

WALL TRANSITION. C=12'-0"5) LAP SPLICE CONTINUOUS #5 REBAR 38" AS REQD.

DIMENSION SCHEDULE:

12'-16' WALL

A

15"

B C D E F G H I J

8'-12' WALL 12"

4'-8' WALL 12"

15"

12"

12"

12'-16'

8'-12'

4'-8'

8'-9"

6'-0"

3'-0"

4'-6"

3'-6"

2'-0"

5'-9"

4'-3"

2'-10"

38"

32"

32"

38"

32"

32"

12"

9"

9"

12"

9"

9"

REBAR SCHEDULE:

12'-16' WALL

M

#6 @ 6" O.C.

8'-12' WALL

4'-8' WALL

N

#6 @ 12" O.C.

O

#5 @ 12" O.C.

P

#6 @ 6" O.C.

Q

#6 @ 9" O.C.

R

#5 @ 9" O.C.

#5 @ 6" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 9" O.C. #5 @ 9" O.C. #5 @ 12" O.C.

#5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C.

REINFORCED KEYSTONE UNIT WALLSEE SECTION 2 SHEET A1.0

PARKING LEVEL

13' -

0"

1" / 1'-0"

8' -

0"

21' -

0"

88' - 9" 42' - 5"

APPROX. 780 SF AREAABOVE GRADE

3' -

5"

9' -

7"

REINFORCED KEYSTONE UNIT WALLSEE SECTION 2 SHEET A1.0

PARKING LEVEL

APPROX. 875 SF AREAABOVE GRADE

13' -

0"

85' - 1"13' - 7"

Scale

Project number

Date

Drawn by

Checked by






March Adams - Engineer310 Dodds AvenueChattanooga, Tn. 37404(423) [email protected]

As indicated

A1.0

SITE PLAN

Project Number



8/15/2014

Author

Checker

1/16" = 1'-0"1 SITE PLAN

No. Description Date1 Revision 1 4/16/15

1" = 1'-0"2 REINFORCED WALL

1/8" = 1'-0"3 REINFORCED WALL - SOUTH ELEVATION

1/8" = 1'-0"4 REINFORCED WALL - WEST ELEVATION

1

1

A2.11

A2.1

A2.1

A2.1

2

3

4

1

A3.1

BU

SH

ST

RE

ET

N. MARKET STREET

SIDEWALK PATIO

RETAIL

A

6,497 SF

RA

MP

UP

TO

PA

RK

ING

MA

X. 1

:12

SLO

PE

EXIT TO BUSH ST.PARKING AREA

HANDICAPPEDPARKINGSPACE


TYPICAL

19 REGULAR SPACES2 HANDICAPPED SPACES

CONCRETE RETAINING WALL

9' - 0"

AFF 8' - 0 1/8"

1

1

2

2

3

3

4

4

6

6

B

C

D

E

F F

5

5

94' - 6 5/8"

A A

G G

18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"

0' -

4"

16' -

2 1

/4"

17' -

6 1

/4"

17' -

6 1

/4"

16' -

6 1

/4"

1' -

0"

94' - 0"

70' -

1"

D1

C1

B1

0' -

4"

19' -

8"

20' -

1"

21' -

0"

8' -

0"

71' -

1"

BUILDING LINE

BUILDING LINE

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

94' - 0"

70' -

1"

BUILDING LINE

2

A3.2

2

A3.1

1

A3.2

18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"

4' - 0"12' - 10"5' - 8"12' - 10"

3' - 5 3/4"6' - 4"4' - 0"19' - 4"3' - 8"16' - 2"3' - 6"

4' -

3"

15' -

4"

3' -

0"

16' -

2"

4' -

8"

16' -

2"

4' -

1"

A1.12

18' -

0"

22' -

0"

18' -

0"

98' - 7 1/4"

METALRAILING

METALRAILING

A2.15

A2.1

6

7

A2.1

A1.03

A1.0

4

11' -

6"

BUILDING LINE

11' -

6"

11' - 10"

16' - 9"

5' - 5"

11' -

6" SLOPE DOWNSLOPE DOWN

671.9

671.8

AREA OF LANDSCAPINGBUFFER (HATCHED)

671.9

671.9 671.9

668.9

670.4

671.9

679.9

671.9

5

A

1' - 0" 1' - 0"

1' -

0"

2' -

4"

BRICK VENEERW/ WEEP @ 24" O.C.

4" METAL STUDFRAME, TYP.

DENSGLASS SHEATHINGAROUND

STEEL COLUMN,SEE STRUCT.

Scale

Project number

Date

Drawn by

Checked by







As indicated

A1.1

FIRST FLOOR PLAN

Project Number



8/15/2014

Author

Checker

1/8" = 1'-0"1 FLOOR PLAN

1" = 1'-0"2 PIER COLUMN DETAIL


1

A2.11

A2.1

A2.1

A2.1

2

3

4

1

A3.1

BU

SH

ST

RE

ET

N. MARKET STREET

SIDEWALK PATIO

RETAIL

A

6,497 SF

RA

MP

UP

TO

PA

RK

ING

MA

X. 1

:12

SLO

PE

EXIT TO BUSH ST.PARKING AREA



TYPICAL

19 REGULAR SPACES2 HANDICAPPED SPACES


9' - 0"

AFF 8' - 0 1/8"

AFF 0' - 0"

AFF 0' - 0"

1

1

2

2

3

3

4

4

6

6

B

C

D

E

F F

5

5

94' - 6 5/8"

A A

G G

18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"

0' -

4"

16' -

2 1

/4"

17' -

6 1

/4"

17' -

6 1

/4"

16' -

6 1

/4"

1' -

0"

94' - 0"

70' -

1"

D1

C1

B1

0' -

4"

19' -

8"

20' -

1"

21' -

0"

8' -

0"

71' -

1"

BUILDING LINE

BUILDING LINE

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

BU

ILD

ING

LIN

E

94' - 0"

70' -

1"

BUILDING LINE

2

A3.2

2

A3.1

1

A3.2

18' - 4" 18' - 4" 22' - 11" 22' - 11" 11' - 6"

4' - 0"12' - 10"5' - 8"12' - 10"

3' - 5 3/4"6' - 4"4' - 0"19' - 4"3' - 8"16' - 2"3' - 6"

4' -

3"

15' -

4"

3' -

0"

16' -

2"

4' -

8"

16' -

2"

4' -

1"

A1.12

18' -

0"

22' -

0"

18' -

0"

61' -

0 3

/8"

98' - 7 1/4"

METALRAILING

METALRAILING

A2.15

A2.1

6

7

A2.1

5

A

1' - 0" 1' - 0"

1' -

0"

2' -

4"

BRICK VENEERW/ WEEP @ 24" O.C.

4" METAL STUDFRAME, TYP.

DENSGLASS SHEATHINGAROUND

STEEL COLUMN,SEE STRUCT.

Scale

Project number

Date

Drawn by

Checked by







As indicated

A1.1

FIRST FLOOR PLAN

Project Number



8/15/2014

Author

Checker

1/8" = 1'-0"1 FLOOR PLAN

1" = 1'-0"2 PIER COLUMN DETAIL


1/2"

/ 1'

-0"

2

A3.2

2

A3.1

8" CONTINUOUS GUTTER

METAL COPING

SLO

PE

CONDENSING UNIT, TYP.

36" EXTRUDED ALUMINUMLOUVERED EQUIPMENT SCREENSURROUND, TYP.SEE DETAIL THIS SHEET

3' - 0"

TYP.

Scale

Project number

Date

Drawn by

Checked by







1/8" = 1'-0"

A1.2

ROOF PLAN

Project Number



8/15/2014

Author

Checker

1/8" = 1'-0"1 ROOF PLAN


Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK

ALUMINUM GLASS STOREFRONT

NORTHMARKETSTREET

ASPHALT PAVINGOVER 6" GRAVEL

CONCRETE RETAINING WALLPARAPET CAP

DECORATIVE LIGHT FIXTURE METAL RAILINGSIGNAGE


STREET-3' - 0"

Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

WHITE TPO ROOFLOCAL BRICK


DECORATIVELIGHT FIXTURE

PARAPET CAP

GUTTER

METAL RAILING

METAL RAILING


STREET-3' - 0"

Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK

CONCRETE RAMP, MAX 1:12 SLOPE

PARAPET CAP

METALRAILING

STREET-3' - 0"

Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK ALUMINUM GLASS STOREFRONT

RAMP TO PARKINGMAX. 1:12 SLOPE

PARAPET CAP


SIGNAGE, TYP.

STREET-3' - 0"

REINFORCED KEYSTONE UNIT WALLSEE SECTION SHEET A1.0

PARKING LEVEL

13' -

0"

1" / 1'-0"

8' -

0"

METAL RAILING,SEE DETAIL THIS SHEET

7

A2.1


4" CONC. SLAB OVER 4"CRUSHED STONE, MAXIMUM1"/12" SLOPE

98' - 7"

3' -

5"

9' -

7"


PARKING LEVEL

METAL RAILINGSEE DETAIL THIS SHEET


1

MIN

.

6" MIN

.

36" HIGHMETAL RAILING W/VERT. NEWELS@ 6" O.C. MAX.

REINFORCED KEYSTONEUNIT WALLSEE SECTION SHEET A1.0

3' - 6"

4" CONC. SLABOVER 4"CRUSHEDSTONE, MAXIMUM1"/12" SLOPE3'

- 0

"6"GRADE

Scale

Project number

Date

Drawn by

Checked by







As indicated

A2.1

EXTERIORELEVATIONS

Project Number



8/15/2014

Author

Checker

1/8" = 1'-0"1 SOUTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION

1/8" = 1'-0"3 NORTH ELEVATION

1/8" = 1'-0"4 WEST ELEVATION

1/8" = 1'-0"5

DECORATIVE WALL - SOUTH ELEVATION/SECTION

1/8" = 1'-0"6

DECORATIVE WALL - WEST ELEVATION/SECTION

1/2" = 1'-0"7 RAIL DETAIL


1

1

Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK

ALUMINUM GLASS STOREFRONT

NORTH MARKETSTREET


CONCRETE RETAINING WALLPARAPET CAP

DECORATIVE LIGHT FIXTURE METAL RAILINGSIGNAGE


Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

WHITE TPO ROOFLOCAL BRICK



PARAPET CAP

GUTTER

METAL RAILING

METAL RAILING


Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK

CONCRETE RAMP, MAX 1:12 SLOPE

PARAPET CAP

METALRAILING

Level 10' - 0"

Level 1.58' - 0"

T/O Parapet19' - 10 9/16"

LOCAL BRICK ALUMINUM GLASS STOREFRONT

RAMP TO PARKINGMAX. 1:12 SLOPE

PARAPET CAP


SIGNAGE, TYP.


PARKING LEVEL

13' -

0"

1" / 1'-0"

8' -

0"

METAL RAILING,SEE DETAIL THIS SHEET

7

A2.1


4" CONC. SLAB OVER 4"CRUSHED STONE, MAXIMUM1"/12" SLOPE

98' - 7"

3' -

5"

9' -

7"


PARKING LEVEL

METAL RAILINGSEE DETAIL THIS SHEET


1

MIN

.

6" MIN

.

36" HIGHMETAL RAILING W/VERT. NEWELS@ 6" O.C. MAX.

REINFORCED KEYSTONEUNIT WALLSEE SECTION SHEET A1.0

3' - 6"

4" CONC. SLABOVER 4"CRUSHEDSTONE, MAXIMUM1"/12" SLOPE3'

- 0

"6"

Scale

Project number

Date

Drawn by

Checked by







As indicated

A2.1

EXTERIORELEVATIONS

Project Number



8/15/2014

Author

Checker

1/8" = 1'-0"1 SOUTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION

1/8" = 1'-0"3 NORTH ELEVATION

1/8" = 1'-0"4 WEST ELEVATION

1/8" = 1'-0"5

DECORATIVE WALL - SOUTH ELEVATION/SECTION

1/8" = 1'-0"6

DECORATIVE WALL - WEST ELEVATION/SECTION

1/2" = 1'-0"7 RAIL DETAIL


Level 10' - 0"

T/O Rear Wall15' - 0"


Level 1.58' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

CDE AG D1 C1 B1

17' -

11"

A4.11

A4.12

4" NOMINAL BRICK OVER1" AIR SPACE OVERMOISTURE BARRIER OVER3/4" PLYWOOD SHEATHING OVER6" STEEL STUDS W/R-19 BATT INSULATIONW/ 5/8" GWB FINISHED INTERIOR

ULTRA-DEX PANEL OVERSTEEL PURLINS W/R-38 BATT INSULATION OVERSTEEL TRUSSES

METAL COPING

CONCRETE SLAB OVERCRUSHED STONE, SEE STRUCT.

INSULATED ALUMINUMSTOREFRONT SYSTEMSEE DETAILS SHEET A4.2

METAL BUILDING COLUMNSEE METAL BUILDING DRAWINGS

Level 10' - 0"


Level 1.58' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

AG D1 C1 B1

A4.13

A4.12 4" NOMINAL BRICK OVER

1" AIR SPACE OVERMOISTURE BARRIER OVER3/4" PLYWOOD SHEATHING OVER6" STEEL STUDS W/R-19 BATT INSULATIONW/ 5/8" GWB FINISHED INTERIOR


METAL COPING




Scale

Project number

Date

Drawn by

Checked by







1/4" = 1'-0"

A3.1

BUILDING SECTIONS

Project Number



8/15/2014

Author

Checker

1/4" = 1'-0"1 Section 1

1/4" = 1'-0"2 Section 2


Level 10' - 0"

Level 1.58' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

3 4 65

A4.13

SIM.



METAL COPING




Level 10' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

1 2 3 4 65

A4.11

SIM.

A4.11

SIM.



METAL COPING




Scale

Project number

Date

Drawn by

Checked by







1/4" = 1'-0"

A3.2

BUILDING SECTIONS

Project Number



8/15/2014

Author

Checker

1/4" = 1'-0"1 Section 3

1/4" = 1'-0"2 Section 4


Level 10' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

A

SEE DETAIL HEMETAL BUILDINGSHEET 6.1

SEE SECTION 6STRUCT. DWG.SHEET S2.1 FORREINF.

METAL COPING


OVER FIBERGLASS BACKED SHEATHINGOVER TPO MEMBRANE



STEEL ANGLE-SEE STRUCT.



BRICK ROWLOCK

BRICK ROWLOCK

PERIMETER INSULATIONAS REQUIRED BY ENERGYCODE

CONTINOUS FLASHING

Level 10' - 0"


Level 1.58' - 0"

G







8" METAL GUTTER

CONCRETE SIDEWALKSLOPED AWAYFROM BUILDING

CONCRETE FOORING,SEE STRUCT.

FILL ALL CMU CELLS W/FOAM INSULATION

6" DOWNSPOUT

FILL TOP BLOCK W/ CONCRETE

Level 10' - 0"

B/O Soffit10' - 0"

T/O Parapet19' - 10 9/16"

AB1






STEEL ANGLE-SEE STRUCT.



BRICK ROWLOCK

BRICK ROWLOCK

METAL COPING

CONT. VENTED SOFFIT

3/4" PLYWOOD SHEATHINGOVER METAL HAT CHANNELS

STEEL BRACING-SEE STRUCT.

BRICK VENEER OVERCOLUMN BEYOND

PERIMETER INSULATIONAS REQUIRED BY ENERGYCODE

OVER FIBERGLASS BACKED SHEATHINGOVER TPO MEMBRANE

CONTINOUS FLASHING

BOX BEAM HEADER-SEE STRUCT.

EXTERIOR SHEETROCK

SOFFIT LIGHT-SEE ELECT.

Scale

Project number

Date

Drawn by

Checked by







3/4" = 1'-0"

A4.1

WALL DETAILS

Project Number



8/15/2014

Author

Checker

3/4" = 1'-0"1 WALL SECTION




MORTAR DEFLECTION DEVICE

5/8" TYPE 'X' GYPSUM BOARD

BRICK VENEER W/ WEEP @ 24" O.C.

1" AIR SPACE

6" STEEL STUDS @ 16" O.C.

5/8" OSB SHEATHING

R-19 BLANKET INSULATION

SHEET METAL FLASHING & TRIM

PRESSURE TREATED BLOCKING AS REQUIRED

STEEL ANGLE LINTEL- SEE STRUCT.

METAL CORNER BEAD

SEALANT W/ BACKER ROD

BLOCK AND SHIM AS REQUIRED

ALUMINUM STOREFRONT ASSEMBLY

GLAZING


GLAZING




GLAZING

FINISHED CONRETE SLAB

BRICKROWLOCK

5/8" TYPE 'X' GYPSUM BOARD


1" AIR SPACE

6" STEEL STUDS @ 16" O.C.

5/8" OSB SHEATHING

R-19 BLANKET INSULATION


PRESSURE TREATED BLOCKING AS REQUIRED

METAL CORNER BEAD

SEALANT W/ BACKER ROD

BLOCK AND SHIM AS REQUIRED


GLAZING


GLAZING


Level 10' - 0"

B/O Soffit10' - 0"

1

A4.2

1

A4.2

2

A4.2

Scale

Project number

Date

Drawn by

Checked by







As indicated

A4.2

STOREFRONTDETAILS

Project Number



8/15/2014

Author

Checker

3" = 1'-0"1 Storefront Details - Head/ Sill

3" = 1'-0"2 Storefront Details - Jamb

1/4" = 1'-0"3 ENLARGED WEST ELEVATION


Engineering

502 north market